HomeMy WebLinkAboutSite Plan revN /F
WF BROTHERS LLC
N/F
2OTHERS LLC
N/F
WF BROTHERS LLC
LEGEND
0000000000 STONE WALL
PROPERTY LINE
STREET LINE
THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF
THE PROFESSIONAL OPINION BY THE LAND SURVEYOR WHICH IS
BASED ON HIS OR HER BEST KNOWLEDGE, INFORMATION AND BELIEF.
AS SUCH IT CONSTITUTES NEITHER GUARANTEE OR WARRANTY -
NOTE: BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL
INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS
BEING ACCURATELY LOCATED OR DEPICTED.
THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR.
,HIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF
THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND
SIG"NATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAT`
JOB# 05-005
N/F
WF BROTHERS LLC
N /F
HOLLIS G. &
PRICE
N /F
FRANK W. LATHROP
A PUBLIC WATER SUPPLY IS
LOCATED ON THIS SITE )
N/F
NANCY J. BOOTHE
dET
19
SNET
218 1/2
SNET
218
SNET
3237
SNET
236
SNET
56S
SNET
SNET SNET 52
57S c0_) SNET 54
55
SNET N/F
56 HELEN Z. ROMANO
1,4 /F
FIDAL &
57 N /F MARCIA C.
WINNIE & FERNANDEZ
N/F KEHLIHUANG
C-0-3 JEANNETTE
SNET STEVENS
58
N/F # N/F
HELEN Z. ROMANO HELEN Z. ROMANO
TOTAL AREA=1,101,675 Sq. Ft -
25.29 ACRES
BOUNDARY SURVEY 'MAP
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
I inch = 100 ft.
x N /F
FRANK E. & MICHELE P.
LATHROP
GENERAL NOTES
1. MAP REFERENCE:
A) "PLAN OF STREETS & LOTS ON PROPERTY OF WARREN F.
& CELIA S. MCNAUGHT ON FITCH HILL ROAD TOWN OF
MONTMLLE, CONN. SCALE 1"==60' MAR. 1959.
B) "PLAN SHOWING PARCEL OF LAND TO BE CONVEYED BY
WARREN F. & CELIA S. MCNAUGHT TO: LEONARD W. SHERRILL
& PATRICIA C. SHERRILL FITCH HILL ROAD MONTVILLE,
CONNECTICUT SCALE 1"=60' FEBRUARY 1976".
C) "PLAN SHOWING PROPERTY OF NANCY J. BOOTHE FITCH HILL
ROAD MONTVILLE, CONNECTICUT SCALE: 1"=40' APRIL 1991".
2. PRIOR TO CONSTRUCTION CONTACT "CALL BEFORE YOU DIG TO
LOCATE ALL EXISTING UTILITIES 1-800-922-4455.
3. PRIOR TO DISTURBANCE PLEASE CONTACT THE MONTVILLE PLANNING
DEPARTMENT AT 843-3030 EXT. 379 A MINIMUM OF 48 HOURS
PRIOR TO DISTURBANCE_
4. INSPECTION OF IMPROVEMENTS. THE ZONING ENFORCEMENT OFFICER (OR
DESIGNATED AGENT) SHALL CONDUCT PERIODIC INSPECTIONS OF THE
PROJECT SITE.
IMPROVEMENTS PROPOSED AS PART OF A ZONING PERMIT IN ORDER TO
ENSURE COMPLIANCE WITH THE PERMIT AND THESE REGULATIONS.
AFTER INSTALLATION OF THE REQUIRED EROSION AND SEDIMENT
CONTROLS.
(b) AFTER THE INSTALLATION OF THE FOOTINGS.
(c) AFTER STAKING OUT THE LOCATION OF THE DRIVEWAY.
(d) AFTER THE COMPLETION OF THE DEVELOPMENT,
THE APPLICANT SHALL PROVIDE THE ZONING ENFORCEMENT OFFICER A
MINIMUM OF FORTY-EIGHT (48) HOURS TO CONDUCT THE INSPECTION. IN
THE EVENT WORK IS CONTINUED WITHOUT A SCHEDULED INSPECTION, IT
SHALL BE AT THE APPLICANT'S OWN RISK. IF THE LOCATION OF THE
PROPOSED IMPROVEMENTS ARE IN QUESTION, THE ZONING ENFORCEMENT
OFFICER MAY REQUIRE THE APPLICANT TO HIRE A LAND SURVEYOR
LICENSED IN THE STATE OF CONNECTICUT TO LOCATE SUCH STRUCTURE,
FOOTING, AND PARKING.
5. A PRE -BLAST SURVEY WILL BE DONE PRIOR TO ANY BLASTING ON SITE.
6. AS BUILT PLANS WILL BE PROVIDED UPON COMPLETION OF THE PROJECT -
7. TOPOGRAPHY BASED ON USGS DATUM.
8. HOUSES, WELLS, AND SEWAGE DISPOSAL SYSTEM ARE SHOWN CONCEPTUALLY
ONLY.
9. THE OPEN SPACE (5.83 ACRES) AND GRAVEL ACCESS DRIVEWAY ARE TO
BE THE RESPONSIBILITY OF A HOMEOWNERS ASSOCIATION.
10. INLAND WETLANDS HAVE BEEN "FLAGGED" BY MICHAEL G. SCHAEFFER
AND LOCATED BY FIELD SURVEY.
11. EASEMENTS EXIST OVER DRIVEWAY ON LOT I TO ACCESS PROPERTY NOW
OR FORMERLY NANCY J. BOOTHE; JOHN & SHIRLEY L. HORAN AND HOLLIS
G. & FLORA D. PRICE. THIS DRIVEWAY WILL ALSO PROVIDE ACCESS
(INCLUDING UTILITIES) TO PROPOSED LOTS 2, 3, 4, 5 AND THE OPEN SPACE
AREA. EASEMENTS EXIST OVER DRIVEWAY ON LOT 4 TO ACCESS LOT 5 AND
THE OPEN SPACE AREA.
12 AT THE TIME OF ISSUANCE OF A ZONING PERMIT FOR THE
DEVELOPMENT OF EACH UNIMPROVED LOT, THE ZONING PERMIT APPLICANT
WILL BE REQUIRED TO POST A $2,000.00 EROSION AND SEDIMENT CONTROL
BOND WITH THE TOWN OF MONTVILLE."
RESUBDk`1SION OF 189 FITCH HILL Rd., KNOWN AS MAP 55 LOT 17
LOT #
MAP/LOT
ADDRESS
ITEM
ORIGINAL LOT (1)
055/017-000
LOT 2
189 FITCH HILL
ROAD
LOT 2
055/017-OOB
189 A FITCH
HILL ROAD
LOT 3
055/017
-DOC
189 B FITCH
HILL ROAD
LOT 4
055/017
-DOD
187 B FITCH
HILL ROAD
LOT 5
055/017-OOE
FRONT YARD SETBACK
187 C FITCH
HILL ROAD
N /F
RONALD D. & KATHLEEN A.
POWERS
400 DIf_'TER & GARDNtj'R
LA4 0 SURVEYORS 41 PLANNERS
19 MILITARY HIGHWAY
`ALES FERRY, CT. 06335
(860) 464-7455
FAX (860) 464-5028
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KEY MAP
ZONING DISTRICT: R-80
GRAPHIC SCALE
000 0 500 1000 2000 4000
( IN FEET )
I inch = 1000 ft.
ZONING REGULATION SECTION 17.11
R-80 CLUSTER DEVELOPMENT
ZONING CONFORMANCE BLOCK
PLANNING AND ZONING COMMISSION
;;
DATE
PROPERTY OWNER: WARREN F. MCNAUGHT
189 FITCH HILL ROAD
MONTVILLE, CT. 06353
SHEET INDEX
SHEET 1 100 SCALE MAP, GENERAL NOTES,
LOCATION MAP
SHEET 2 40 SCALE A-2 LOT LAYOUT
SHEET 3 40 SCALE A-2 LOT LAYOUT
SHEET 4 EROSION AND SEDIMENT CONTROL
NARRATIVE AND DEEP TEST PIT DATA
TAN
1-10 W I TsI (7
M <C, 7'1 A- I_ --T 0- 11r F', IE S T -13 1) I'V I S 10 TST
F, Fz 0 1=11 IE F111 FT -y- 0 IF
0 7NI I E 1_1 IE C 0 T%`TINZ 1E] C 1_r I C T -T r_r
SCALES AS S14C)WINZ
1='rr- IE M 1B F] FZ 2005
REVISED: JANUARY 18, 2006
REVISED: MARCH 6, 2006
REVISED: MARCH 17, 2006
REVISED: MARCH 28, 2006 SHEET 1 OF 4
REVISED: MAY 17, 2006
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30010-1
THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM
STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE
CONNECTICUT ASSOCIATION OF, LAND SURVEYORS, INC. IT IS A BOUNDARY SURVEY BASED
ON A RESURVEY CONFOR 0 HORIZONTAL ACCURACY CLASS "D".
TO MY��10 BYEFT THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
I
TITLE -OR CT No, 14208
DATE: ::7R29, 2005
PROVIDED
ITEM
REQUIRED
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT AREA
40,000 S.F.
88,003 S.F.
51,681 S.F.
49,179 S.F.
194,739 S.F.
464,114 S.F.
LOT FRONTAGE
135 FT.
178.18 FT.
138.43 FT.
138.43 FT.
243.03 FT.
21.22 FT.
FRONT YARD SETBACK
37.5 FT.
37.5 FT.
37.5 FT.
37.5 FT.
37.5 FT.
37.5 FT,
SIDE YARD SETBACK
15 FT.
15 FT.
15 FT.
15 FT.
15 FT.
15 FT.
REAR YARD SETBACK
37.5 FT
37.5 FT.
37.5 FT.
37.5 FT.
37.5 FT.
37.5 FT.
17% (PROVIDED)
15%
5.83 ACRES
OPEN SPACE
3.76 ACRES
TOTAL OPEN SPACE NON-WETLANDS=165,549 S.F. 3.80 ACRES
I
I
TOTAL OPEN SPACE WETLANDS=88,408 S.F.
PLANNING AND ZONING COMMISSION
;;
DATE
PROPERTY OWNER: WARREN F. MCNAUGHT
189 FITCH HILL ROAD
MONTVILLE, CT. 06353
SHEET INDEX
SHEET 1 100 SCALE MAP, GENERAL NOTES,
LOCATION MAP
SHEET 2 40 SCALE A-2 LOT LAYOUT
SHEET 3 40 SCALE A-2 LOT LAYOUT
SHEET 4 EROSION AND SEDIMENT CONTROL
NARRATIVE AND DEEP TEST PIT DATA
TAN
1-10 W I TsI (7
M <C, 7'1 A- I_ --T 0- 11r F', IE S T -13 1) I'V I S 10 TST
F, Fz 0 1=11 IE F111 FT -y- 0 IF
0 7NI I E 1_1 IE C 0 T%`TINZ 1E] C 1_r I C T -T r_r
SCALES AS S14C)WINZ
1='rr- IE M 1B F] FZ 2005
REVISED: JANUARY 18, 2006
REVISED: MARCH 6, 2006
REVISED: MARCH 17, 2006
REVISED: MARCH 28, 2006 SHEET 1 OF 4
REVISED: MAY 17, 2006
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30010-1
THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM
STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE
CONNECTICUT ASSOCIATION OF, LAND SURVEYORS, INC. IT IS A BOUNDARY SURVEY BASED
ON A RESURVEY CONFOR 0 HORIZONTAL ACCURACY CLASS "D".
TO MY��10 BYEFT THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
I
TITLE -OR CT No, 14208
DATE: ::7R29, 2005
EROSION & SEDIMENTATION CONTROL PLAN
THIS PROJECT IS FOR THE DEVELOPMENT OF A FIVE LOT RESIDENTIAL SUBDIVISION.
CONSTRUCTION SEQUENCE: HOUSE
1. STAKEOUT LIMITS OF CONSTRUCTION FOR THE DRIVEWAYAND HOUSE.
2. INSTALL SEDIMENTATION CONTROL BARRIERS AS SHOWN ON THE PLAN.
3. REMOVE EXISTING VEGETATION AND TOPSOIL WITHIN THE LIMITS OF CONSTRUCTION.
STOCKPILE TOPSOIL AS SHOWN ON THE PLAN.
4. ROUGH GRADE THE DRIVEWAY AND HOUSE AREA.
5, INSTALL/CONNECT UTILITIES
6_ FOLLOWING CONSTRUCTION OF THE HOMES, FINISH GRADE ALL DISTURBED AREAS.
7. LOAM AND SEED ALL DISTURBED AREAS.
GENERAL NOTES
1. MAINTAIN ALL SEDIMENT AND EROSION CONTROL FACILITIES UNTIL ALL AREAS
HAVE BEEN STABILIZED.
2. LIMITS OF DISTURBANCE AND EROSION AND SEDIMENT CONTROL MEASURES
ARE TO BE CONSIDERED AS TYPICAL MINIMUM STANDARDS. THE OWNER AT THE TIME OF
CONSTRUCTION WILL BE RESPONSIBLE FOR INSTALLING AND MAINTENANCE OF EROSION AND
SEDIMENT CONTROL AND FOR IMPLEMENTING ADDITIONAL MEASURES AS SITE CONDITIONS WARRANT.
3. SLOPES IN HIGH MAINTENANCE AREAS SHALL NOT EXCEED 3.1 (H: V).
4. NO DRIVEWAY SHALL BE GREATER THAN 20% SLOPE AT ANY POINT. ANY DRIVEWAY HAVING
A GRADE OF 10% OR MORE, BUT NOT EXCEEDING 20%, SHALL BE PAVED FOR THE LENGTH
OF THE DRIVEWAY EXCEEDING 10% GRADE.
TEMPORARY SEEDING
USE A TEMPORARY VEGETATION COVER OF ANNUAL RYE GRASS AT A RATE OF 1.0 lbs./
1000 S.F. APPLY 10-10-10 FERTILIZER, OR EQUIVALENT, AT A RATE OF 7.5 lbs./1000 S.F.
AND LIMESTONE AT A RATE OF 90 lbs./1000 S.F. APPLY STRAW OR HAY MULCH AT A
RATE OF 70 lbs./1000 S.F.
PERMANENT SEEDING
SEED BED PREPARATION: FINE GRADE AND RAKE SOIL SURFACE TO REMOVE STONES LARGER
THAN 2" IN DIAMETER. APPLY LIMESTONE AT A RATE OF 90 lbs./1000 S.F. FERTILIZE NTH
10-10-10, OR EQUIVALENT, AT A RATE OF 7.5 lbs./1000 S.F. WORK LIMESTONE AND FERTILIZER
INTO SOIL UNIFORMLY TO A DEPTH OF 4" WITH A HARROW OR EQUIVALENT. SEED APPLICATION:
APPLY LAWN SEED BY HAND, CYCLONE SEEDER OR HYDROSEEDER. LIGHTLY DRAG OR ROLL THE
SEED SURFACE TO COVER SEED. SEEDING SHOULD BE DONE BETWEEN APRIL 15 AND JUNE 15 OR
BETWEEN AUGUST 15 AND SEPTEMBER 30.11' SEEDING CANNOT BE DONE DURING THESE TIMES,
REPEAT MULCHING PROCEDURE BELOW UNTIL SEEDING CAN TAKE PLACE. NOTE: IF HYDROSEEDER
IS USED, INCREASE SEED MIXTURE BY 10%. MULCHING: IMMEDIATELY FOLLOWING SEEDING, MULCH
THE SEEDED SURFACE WITH STRAW OR HAY AT A RATE OF 70 lbs -/1000 S.F. SPREAD MULCH
BY HAND OR MULCH BLOWER. PUNCH MULCH INTO SOIL SURFACE WITH TRACK MACHINE OR DISK
HARROW.
IT IS ANTICIPATED THAT CONSTRUCTION WILL COMMENCE IN THE SPRING 2006.
THE TOTAL SITE IS 25.07 ACRES, OF WHICH 3t ACRES MAY BE DISTURBED AS A RESULT OF
CONSTRUCTION.
SANITARY DESIGN CRITERIA- SPICER ROAD SUBDIVISION
31" DEPTH
A.
ALL LOTS ARE LAYED OUT FOR FOUR BEDROOM HOMES.
READING
B.
ALL PERCOLATION RATES ARE BETWEEN 1.0 TO 10.0 MIN/INCH
10: 59
C.
A LEACHING SYSTEM FOR A FOUR BEDROOM HOME REQUIRES 660
S.F. OF EFFECTIVE LEACHING AREA.
D.
CONVENTIONAL STONE LEACHING TRENCHES SELECTED FOR FOR
LEACHING SYSTEM DESIGN.
20 1/4"
EFFECTIVE LEACHING AREA PROVIDED PER LF PER CODE: 3 S.F.
21 1/2"
11:24
MINIMUM LENGTH OF STONE LEACHING TRENCH PROVIDED: 660
S.F./3 S.F./L.F. = 220'
E.
MINIMUM LEACHING SYSTEM SPREAD:
25 1/4"
MIN. PERC.
MLSS = HF x FF x PF
PERCOLATION TEST
HF
= HYDRAULIC FACTOR BASED OF
BY GARY WINALSKI, PE 7/20/05
GRADIENT AND DEPTH TO RESTRICTION
FF
= FLOW FACTOR, 2.0 FOR FOUR BEDROOM HOME DESIGN
PF
= PERC FACTOR, 1.2 FOR PERC RATE BETWEEN 5.1 & 10.0
MIN/INCH
LOT GRADIENT RESTRICTION HF FF PF
MLSS = HF X FF X PF
1 4.1 TO 6.0% 22.1 to 26" 34 2.0 1.2
81.6'
2 8.1 TO 10.0% 36.1 TO 42" 20 2.0 1.2
48'
3 8.1 TO 10.0% 30.1 TO 36" 24 2.0 1.2
57.6'
4 10.1 TO 15.0% > 60" N/A 2.0 1.2
DOES NOT APPLY
5 6.1 TO 8.0% 36.1 TO 42" 24 2.0 1.2
57.6'
THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR.
THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF
THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND
SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN
JOB# 05-005
DEEP TEST PIT DATA
WITNESSED AND RECORDED BY DAVID COUGHLIN AND GARY J. WINALSKI, PE IN JULY 2005
TH - 1A TH - 4A
0-5" TOPSOIL
0-5" TOPSOIL
5-16" BROWN SANDY LOAM
5-24" BROWN SANDY LOAM
165-72" GREY COMPACT SANDY TILL
24-84" GREY SANDY TILL
NO LEDGE NO LEDGE
NO WATER NO WATER
MOTTLING @ 16" NO MOTTLING
RESTRICTIVE @ 16" NO RESTRICTIVE
TH - 1B
LEDGE @ 37"
RESTRICTIVE @ 37"
TH - 1C
0-6" TOPSOIL
6-24" BROWN FINE SANDY LOAM
24-67" GREY FINE SAND
NO LEDGE
NO WATER
MOTTLING @ 24"
RESTRICTIVE @ 24"
TH - 2A
0-12" TOPSOIL
12-57" BROWN SANDY LOAM
57-74" GREY COMPACT SANDY TILL -
NO LEDGE
NO WATER
MOTTLING @ 57"
RESTRICTIVE @ 57"
TH - 2B
0-23" TOPSOIL
23-61" BROWN SANDY LOAM
61-82" GREY MEDIUM COMPACT SANDY TILL
NO LEDGE
NO WATER
NO MOTTLING
NO RESTRICTIVE
TH - 2C
0-11" TOPSOIL
11-42" BROWN FINE SANDY LOAM
42-88" GREY COMPACT SANDY TILL
N 0 LEDGE
NO WATER
MOTTLING @ 42"
RESTRICTIVE @ 42"
TH - 2D
0-7" TOPSOIL
7-34" BROWN FINE SANDY LOAM
34-51 " GREY FINE SAND
51-86" GREY MEDIUM COMCACT SAND & SILT
WITH POCKETS OF GRAVEL
NO LEDGE
NO WATER
NO MOTTLING
NO RESTRICTIVE
TH - 3A
0-7" TOPSOIL
7-43" BROWN FINE SANDY LOAM
43-88" GREY COMPACT SANDY TILL.
NO LEDGE
NO WATER
NO MOTTLING
RESTRICTIVE @ 42"
TH - 3B
0-8" TOPSOIL
8-36" BROWN SANDY LOAM
36-84" GREY MEDIUM COMPACT SANDY TILL
NO LEDGE
NO WATER
NO MOTTLING
RESTRICTIVE @ 36"
TH - 3C
0-6" TOPSOIL
6-28" BROWN FINE SANDY LOAM
28-70" GREY MEDIUM COMPACT SANDY TILL
NO LEDGE
NO WATER
NO MOTTLING
NO RESTRICTIVE
TH - 3D
0-6" TOPSOIL
6-28" BROWN FINE SANDY LOAM
28-70" GREY MEDIUM COMPACT SANDY TILL
70-90" DENSE GREY TILL
NO LEDGE
NO WATER
NO MOTTLING
RESTRICTIVE @ 70"
TH - 4B
0-4" TOPSOIL
4-15" BROWN SANDY LOAM
15-84" GREY SANDY TILL
NO LEDGE
NO WATER
NO MOTTLING
NO RESTRICTIVE
TH - 4C
0-6" TOPSOIL
6-32" BROWN SANDY LOAM
32-87" GREY SANDY TILL
NO LEDGE
NO WATER
NO MOTTLING
NO RESTRICTIVE
TH - 4D
0-7" TOPSOIL
7--28" BROWN SANDY LOAM
28-82" GREY SANDY TILL
NO LEDGE
NO WATER
NO MOTTLING
NO RESTRICTIVE
TH - 5A
0--6" TOPSOIL
6-38" BROWN SANDY LOAM
38-79" GREY MEDIUM COMPACT SANDY TILL
NO LEDGE
NO WATER
NO MOTTLING
NO RESTRICTIVE
TH - 513
0-5" TOPSOIL
5-31" BROWN SANDY LOAM
31-76" GREY MEDIUM COMPACT SANDY TILL
NO LEDGE
NO WATER
NO MOTTLING
NO RESTRICTIVE
TH - 5C
0-5" TOPSOIL
5-38" BROWN SANDY LOAM
38-79" GREY MEDIUM COMPACT SANDY TILL
NO LEDGE
NO WATER
NO MOTTLING
RESTRICTIVE @ 38"
TH - 5D
0-6" TOPSOIL
6-35" BROWN SANDY LOAM
35-82" GREY MEDIUM COMPACT SANDY TILL
NO LEDGE
NO WATER
NO MOTTLING
NO RESTICTIVE
TH = 1C
PERFORMED 7/14/05
BY UNCAS HEALTH
0-6" TOPSOIL
6-24" BROWN FINE SANDY LOAM
24-67" GREY FINE SAND
NO LEDGE
NO WATER
MOTTLING @ 24"
RESTICTIVE @ 24"
LAND SURVEYORS • PLANNERS
19 MILITARY HIGHWAY
GALES FERRY, CT. 06335
(860) 464-7455
FAX (860) 464-5028
PERCOLATION TEST DATA
PERCOLATION TEST
PERFORMED BY GARY WINALSKI, PE 7/20/05
PERC 1 -
31" DEPTH
0.75 HR. PRESOAK ADJACENT TO PIT C
TIME
READING
10:54
12"
10: 59
15"
11:04
17 1/4"
11:09
18 3/4"
11:14
20 1/4"
11:19
21 1/2"
11:24
22 3/4"
11:29
24"
11: 34
25 1/4"
MIN. PERC.
RATE: 4.00 MINS/INCH
PERCOLATION TEST
PERFORMED BY GARY WINALSKI, PE 7/20/05
PERC 3 -
34" DEPTH
1.0 HR. PRESOAK
PRESOAK ADJACENT TO PIT 3
TIME
READING
9.55
20 1/2"
10:00
23"
10:05
24 3/4"
10:10
25 1/4"
10:15
27 1/2"
10:20
28 3/4"
10:25
30"
10:30
31 1/4"
10: 35
32 1/2"
MIN. PERC.
RATE: 8.00 MINS/INCH
PERCOLATION TEST
PERFORMED
BY GARY WINALSKI, PE 7/20/05
PERC 5
- 37" DEPTH
0.75 HR.
PRESOAK ADJACENT TO PIT 3
TIME
READING
12: 30
22 1/2"
12: 35
26"
12: 40
28 1/2"
12: 45
30 1/2"
12: 50
32"
12: 55
33 1/2"
1:00
35"
1:05
DRY
MIN. PERC. RATE: 2.50 MINS/INCH
PERCOLATION TEST
PERFORMED BY PAT LAFAYETTE 1/18/06
PERC 1C
- 29" DEPTH
PRESOAK
AT 9:00 A.M.
TIME
READING
10-20
6 1/2"
10: 25
9 1/2"
10:30
11"
10: 35
12 1/2"
10:40
13 112"
10:45
14 1/2"
10:50
15 1/2"
MIN. PERC. RATE. 5.00 MINS/INCH
PERCOLATION TEST
PERFORMED BY GARY WINALSKI, PE 7/20/05
PERC 2
- 30" DEPTH
0.6 HR.
PRESOAK BETWEEN PIT A & B
TIME
READING
10: 22
13 3/4"
10: 27
18"
10: 32
22"
10: 37
24"
10:42
26"
10:47
28"
10:52
DRY
MIN. PERC. RATE.- 2.50 MINS/INCH
PERCOLATION TEST
PERFORMED BY GARY WINALSKI, PE 7/20/05
PERC 4
- 36" DEPTH
0.6 HR.
PRESOAK ADJACENT TO PIT C
TIME
READING
11:53
23"
11:58
26 1/2"
12:03
28 3/4"
12:08
32"
12:13
34"
12:18
36"
12: 23
D R Y
MIN. PERC_ RATE: 2.50 MINS/INCH
MLSS LOT
HYDRAULIC GRADIENT 4.1-6.0% (5.5%)
RESTRICTIVE LAYER 221" - 26.0" (21-")
HF = 34
3 BEDROOM FF = 1.5
PERC 5MIN/INCH PF=1.0
MLSS= 34X1.5X1.0= 51'
4" OF LOAM, SEED 6" COMPACTED GRAVEL COMPACTED
FERTILIZER &MULCH SUBGRADE 4" OF LOAM, SEED
FERTILIZER & MULCH
GRAVEL ACCESS ROAD CROSS SECTION
(N.T.S.)
NOTE:
1. FILTER FABRIC SHALL BE MIRAFI 500X,
EXXON GTF 200, AMOCO 1199 OR
APPROVED EQUAL.
CONSTRUCTION ENTRANCE
NOT TO SCALE
NOTE:
1. FILTER FABRIC SHALL BE MIRAFI
"SILT FENCE", EXXON GTF 180,
AMOCO 1380, OR APPROVED EQUAL.
FILTER FABRIC SEDIMENT CARRIER
NOT TO SCALE
r) F rr E S rr I:D' I' -r .rr
EFZ 0 S 107 NN S 11ENrr
]`eT -A,-FZ1ZA.rr VE AT� ]--) E'-rAIILS
1:3ERrr- _v 0 I
,NRRF1 F_ Xfc rr
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1\407.TTVILLE, CC)NN ECrrIC%TT
SE F3 rrEM 13 EFZ 2005
REVISED. JANUARY 18, 2006
SHEET 4 OF 4
N /F
WF BROTHERS LLC 549'01'34'$E
33.39'
S58'1 4'1 9"E S43*33'52"E 300
15.78' DH DH 9.96'
S57*51'49"E S82'08'44"E 300 SET S45*26'59"E SET
9-96
Sat
DH DH DH
16.31' '3 7 .0;7 SET
24.19' SET SET
SCO07 3,B SET /548`19'09"
D H 93.69'
SET
300D H SET
DH D H SET
SET '42:09
S42'2]'4-l')U SET S55
ce5cDc5cS9 E 6
T 34-68 48.
S37'28'1 7"E
547'29'03"E 16-83'
9 9.99'
9
DH DH 295 Bid
SETTL SETS
SET S47'55'29"E
103.66'
N/F
FRANK W. LATHROP
S48*44'09"E
6.13'
Lu
-i
Lr -
DH 290
FND
Li <
S42*22'27"E RB RB DH 285 S40'57'48"E
SET SET y
S41- 8'27"E SET 8.52'
123-57' <
47, 7'
S41 *05'20"E DH RB RB
248.27' FND E SET ;ET
75.02'
75' E-XISTING R=60.00'
GRA VEL
Ton =95-47' N /F
n H
1\ Delta=115'42 22 NANCY J. BOOTHE
"�m
N/F
WF BROTHERS LLC
.......... ......
1 HAVE REVIEWED THE INLAND WETLAND BOUNDARY AS DELINEATED
.............. ......... .........
........ ... ......
................................ ...... ........................ * . .......................... * .....
............ --.1 ... - - - 11) - ...... ...... ....... .......
SET .......... ......
. . ......... .. . ...... .... ..... .. ....... .. ...... ........
. . . .. ... ...... .... . ... .. ..
..............
.......... ...... ...... ............ ........ .. .............
.... ...... .. . .... .
.......... ...... v ..... ...... ...... ......
............. .. ... ....... .........
...........
... ........
................... ..........
. . . ........ . ......... ....... - ............ ........ ....... -- ............... ............ ....... . .......
..... ....... �o
SUBSTANTIALLY CORRECTLY ON THIS MAP. ................ ............ ..... . .......
- ---- ...... .... �:, - ...... ....... ...... ........... .......
... ..... ... . .... 11 N �
I AM OF THE OPINION THAT THE WETLAND BOUNDARY IS SHOWN
MICHAEL G. SCHAEFER
SOIL SCIENTIST
CDCDC:)CDCD(=x=)CDCDCD
-q�
H
P
R
IN
0 TS
FD
PT
...........
. ............... ...... ......... 125'
... ....... ..
�:)JUNL WALL N32 14 32 E
....... ........... CP
20.07' ---- ...................
.............
RIB
PROPERTY LINE 60A
SET
STREET LINE x�
DRILL HOLE SET
DRILL HOLE FOUND
REBAR SET DH
MONUMENT TO BE SET SET
REBAR OR DRILL HOLE 300
TO BE SET
300 l / / / /
BUILDING SETBACK LINE 305
7 AREA=464,114 Sq. Ft.
EXISTING CONTOUR 10.65 ACRES
EDGE OF WETLANDS 2\5
APPROXIMATE TEST PIT LOCATION
HOUSE - -- `DH X,
PRIMARY SEPTIC AREA 305 SET
DH
RESERVE SEPTIC AREASET
300 N 16*13'52" W
WELL
31.00'
TOPSOIL STOCKPILE 295
FOOTING DRAIN
APPROXIMATE PERC TEST LOCATION
NOTE: BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL
INFORMATfONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS
BEING ACCURATELY LOCATED OR DEPICTED.
THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR.
THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF
THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND
AD SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN
JOB# 05-005
290
N
WF BROTHERS LLC 285
280
DIETER & GARDNEE
LAND SURVEYORS o PLANNERS GRAPHIC SCALE
19 MILITARY HIGHWAY 40 .0 20 40 80
GALES FERRY, CT. 06335 1 1 1 1 1
(860) 464-7455
FAX (860) 464--5028
THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF
THE PROFESSIONAL OPINION BY THE LAND SURVEYOR WHICH IS
BASED ON HIS OR HER BEST KNC%h'l - EDGE, INFORMATION AND BELIEF.
AS SUCHI !T 7r-N'��TIT!jT17S NEITHE��-- -UARANTEE OR WARRANTY.
I--,' /
275 DH
SET
( IN FEET )
i inch = 40 ft.
Is
2 4-'
JLLE NING
APPROVED BY/' �MONTV ��N
AND ZONING COMMISSION
A X-1
1\4 � l -,T �- TJ � 11'r IR IE SU 13 IE) NISI T'sT
1�1 IR C3 F, 17, -v 0 IF
611#lsg:PARY
DATE
PASSIVE SOLAR ERGY TECHNIQUES
AS PRESCRIBED BY LAW
EEN C ER E
ELOPMENT OF THIS/PI,,AN
A
S C'N I, -F', 1. 4-®'
4Pf [CANT-,
D T
IW.#1
REVISED: JANUARY 18, 2006
L D 4TOVEYR
)IATE
VY OR CT No. 14208
R 29, 2005
1\4 � l -,T �- TJ � 11'r IR IE SU 13 IE) NISI T'sT
1�1 IR C3 F, 17, -v 0 IF
Nv -A lz IR IE 7"-� IF - M r*--ZA Tj C� ITr
�F I r -r C T—T DIEL IR 0A.1:)
7\4 0 IN -T f -U V I IL I-, ]EI C 0 l**% -T 1N. -T F1 C r -r I C TJ r -r
S C'N I, -F', 1. 4-®'
SlEl rlEMIBIEF, :2005
IW.#1
REVISED: JANUARY 18, 2006
REVISED- MARCH 17, 2006
REVISED: MARCH 28, 2006
REVISED: MAY, 17 2006 SHEET 3 OF 4
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1
THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM
STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE
CONNECTICUT ASSOCIATION OF AND SURVEYORS, INC. IT IS A BOUNDARY SURVEY BASED
ON A RESURVEY CONFPFRMING 0 HORIZONTAL ACCURACY CLASS A-2. TOPOGRAPHIC ACCURACY
MT -D. TO MY KNOWLAN BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
. / 77 --------- --
VY OR CT No. 14208
R 29, 2005
SET \2 -�o �7 5 SHA
"I, MATCH LWE tOF z 2.0 SHLEET
C)
26 -
\ ���
� \ \ \ \
275
PROPOSED DRIVE
TP 4D
----�=~- --
TP 4BC)
`�==-- -- ---- /
��o \ \ \ \ \ / / ~J
/ _'' / __ ' -- RB
--- ` - -- -- ------ ^,
. , ---' ---- --' / SET �v---- 270
`"~
/\
�
--
_
-
/
`.
\�
C
7���.
. /� �
59 lo�255� w/r
I R=/O2.7o' NANCY J. BDUTHc
' L=98.65'
/ 5u5m
_~.^._3. ." .`
C=97.46'
------''^ RIGHT OF WAY
o5o RB
N) I
-�e20
/��� SET
Jonm u 265
SHIRLEYRB L. WELL
.
-27U
CJ �B_L Fm w/F
APPROXIMATE
N) noLuS C. & FLORD.LOCATION EXISTIN EXISTING GRAVEL DRIVE
PRICE TO BE WIDENED TO 24'RB 260 rO DRIVE ON LOT 5
`
-MATE PPROXI RB 3.50'
--2�� E�mQ245 AREA=48�11^ SA' Ft. 59
-Em���SET
10.65 ACRES HOUSE TO BE WIDENED TO 24 FEET
Clj CN 100.00, ET\
260
MONUMENT
INSTALL CONSTRUCTION RIGHT OF WAY
ENTRANCE (TYP) 76-22: 59 SNET
_L18 112
MON ]6
RB
39q SET
RB S -7E
50-20' oADIUS -, U-) TS CODE COMPLIANT
CONNE
AREA MLSS
\NELL
240
'^'~�2uu��T m/F ;75'1591,
P0 N4'^` w* BROTHERS u'o �c/
RAD
CL
EXISTING G -10
235
DH
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smET2zO --`" 3237n c CONCRETECOVERS WOOD '111�
—A=1-' '~~ Sq ^
TP 28 TP IA
TP 3D
TP 3C
225 *'4/ ACRES L4 ua�
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TP
ET
22C2.02 ACRES
LE 9
ItCJ44� CDFl
_
APPROVED BY E MON �LL�PLANNING AND ZONING COMMIS SION
PASSIVE SOLA ENERGY TECHNIQUES AS PRESCRIBED BY LAW
�j
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250
TOPSOIL STOCKPILE
413
SE
FOOTING DRAIN ~\ 2�0 _ - 2o�_~smET/
SILTFENCE
215/ 16
200 RB ��. - [~" PAVED
6APRON
APPROXIMATE PERC TEST LOCATION 4 -F C!J SNET
-0_1swET
52
'
�
5/ ~4
SNET
3mET
LAND TO BE COw'EO�� By TO .H_ TOWN �F �DNrwL�E ��R=220.00'
SET
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57 o�to=3o�6'4—^
-
_
'
'
~~
\
\ \
J�
�
' '
�'buo Jq.%
NOTE: BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL C= 116.15'
INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS CB=S55�1'22^y
BEING ACCURATELY LOCATED OR DEPICTED.
THE WORD "CERTIFY" IS umO[RGTO0D TO BE AN EXPRESSION OF
THE PROFESSIONAL OP|w|ow BY THE LAND SURVEYOR wn|Cn IS
BASED ON HIS DR HER BEST KNOWLEDGE, INFORMATION AND BELIEF. GRAPHIC SCALE
AS SUCH IT CONSTITUTES NEITHER GUARANTEE OR WARRANTY./DIETER &`GARDNER
0IE nor OA
4
o SE
3
XED EITN8RP /ET TDE O
omo DIE
THIS ORxvwQ IS THE PROPERTY OF THE LAND SURVEYOR.
THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF
THIS PLAN ARE NOT VALID vTnouT THE EMBOSSED SEAL AND
SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN.
JoB# 05-005
^o o zo ^o so
. . .
( IN FEET )
I inch � 40 fL
��SlU��l��
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S10
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S CA_ ]L]E ][ °° = 4- 0°
S IE PrT 1E U R F?. 2 0 0 5
_ nEwsso: JANUARY 18. 0000
REVISED: MARCH e. 200e
Rcwsso: MARCH 17. 200e
REVISED: MARCH 28. 2006
nEwsco: MAY 17. 2006
SHEET 2 OF 4
THIS 'SURVEY AND MAP HAS BEEN PREPARED IN xooQRoAmCE WITH SECTIONS 20-300u-1
nn*u 20-300,-20 OF THE REouLAnows OF oommsonouT STAns^mIw/wuw
STANDARDS FOR sunvc,s AND MAPS IN THE STATE OF CONNECTICUT" AS evoonsEo B, THE
CummEC//Cu/ xSsuc/x//om LANSURVEYORS,INC.IT IS A BOUNDARY SURVEY BASED
ON A nEsuRvEy G n|ZOmTAL ACCURACY CLASS x-2. TOPOGRAPHIC ACCURACY
T o ro
- m, KwoWLsooWAwo 8X|cr' THIS MAP IS SUBSTANTIALLY CORRECT As woTso HEREON.
,so LAND SURVEYORS ° PLANNERS `�---
� 18 MILITARY HIGHWAY -~-�--
]
TI TLE: CT w 1*2 GALES FERRY, CT. 08335 � o�
(88�) 4G4-74��
` ' o�T�' ��pTsMos�'2s 2005
FAX (86,C)" 464-5028 \ // '
�j
EE DETAIL SHEET 4 OF 4)
250
TOPSOIL STOCKPILE
413
SE
FOOTING DRAIN ~\ 2�0 _ - 2o�_~smET/
SILTFENCE
215/ 16
200 RB ��. - [~" PAVED
6APRON
APPROXIMATE PERC TEST LOCATION 4 -F C!J SNET
-0_1swET
52
'
�
5/ ~4
SNET
3mET
LAND TO BE COw'EO�� By TO .H_ TOWN �F �DNrwL�E ��R=220.00'
SET
� 3.-
�^L~l1754/
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57 o�to=3o�6'4—^
-
_
'
'
~~
\
\ \
J�
�
' '
�'buo Jq.%
NOTE: BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL C= 116.15'
INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS CB=S55�1'22^y
BEING ACCURATELY LOCATED OR DEPICTED.
THE WORD "CERTIFY" IS umO[RGTO0D TO BE AN EXPRESSION OF
THE PROFESSIONAL OP|w|ow BY THE LAND SURVEYOR wn|Cn IS
BASED ON HIS DR HER BEST KNOWLEDGE, INFORMATION AND BELIEF. GRAPHIC SCALE
AS SUCH IT CONSTITUTES NEITHER GUARANTEE OR WARRANTY./DIETER &`GARDNER
0IE nor OA
4
o SE
3
XED EITN8RP /ET TDE O
omo DIE
THIS ORxvwQ IS THE PROPERTY OF THE LAND SURVEYOR.
THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF
THIS PLAN ARE NOT VALID vTnouT THE EMBOSSED SEAL AND
SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN.
JoB# 05-005
^o o zo ^o so
. . .
( IN FEET )
I inch � 40 fL
��SlU��l��
�l
S10
��
F�Fz 0 1�1� F�ry0 IF
W,NfZ�Z1�]l� ]F, Mc�7�AATO-�1'r
TNm_ POETIE
TcT LND|- HLE
RLOEON
oAE
OuET TE s nBR oRLc TE ST UIIY PL
1\4 0 7NZ -r -\7 I[ E E IE , C 0T`,Z IE C OT IE CT -T -r
S CA_ ]L]E ][ °° = 4- 0°
S IE PrT 1E U R F?. 2 0 0 5
_ nEwsso: JANUARY 18. 0000
REVISED: MARCH e. 200e
Rcwsso: MARCH 17. 200e
REVISED: MARCH 28. 2006
nEwsco: MAY 17. 2006
SHEET 2 OF 4
THIS 'SURVEY AND MAP HAS BEEN PREPARED IN xooQRoAmCE WITH SECTIONS 20-300u-1
nn*u 20-300,-20 OF THE REouLAnows OF oommsonouT STAns^mIw/wuw
STANDARDS FOR sunvc,s AND MAPS IN THE STATE OF CONNECTICUT" AS evoonsEo B, THE
CummEC//Cu/ xSsuc/x//om LANSURVEYORS,INC.IT IS A BOUNDARY SURVEY BASED
ON A nEsuRvEy G n|ZOmTAL ACCURACY CLASS x-2. TOPOGRAPHIC ACCURACY
T o ro
- m, KwoWLsooWAwo 8X|cr' THIS MAP IS SUBSTANTIALLY CORRECT As woTso HEREON.
,so LAND SURVEYORS ° PLANNERS `�---
� 18 MILITARY HIGHWAY -~-�--
]
TI TLE: CT w 1*2 GALES FERRY, CT. 08335 � o�
(88�) 4G4-74��
` ' o�T�' ��pTsMos�'2s 2005
FAX (86,C)" 464-5028 \ // '